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PRESSUREMETER TESTING IN WEAK ROCK AND CEMENTED SAND.

C M HABERFIELD

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (3): 168–178.

https://doi.org/10.1680/igeng.1997.29467

Published: 01 July 1997

... to pressuremeter tests in weak rock can lead to signi®cant errors. The errors arise because, unlike clay, weak rock usually exhibits relatively high rates of drainage, shows dilatant and brittle behaviour, and often contains joints and other discontinuities. 3. This paper brie¯y discusses the implications of each...

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Journal Articles

THE WATERPROOFNESS OF STRUCTURAL DIAPHRAGM WALLS. REPORT ON ORDINARY MEETING HELD ON 20 SEPTEMBER 1994.

M PULLER, P J BARKER

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1995) 113 (3): 182.

https://doi.org/10.1680/igeng.1995.27813

Published: 01 July 1995

... gested reinforcement. Unfortunately, modern drained. This hasoften been applied but the methods of analysis, allowingeconomies in design of the drainage system and/or its sub- wall thickness and encouragingcomplex sequent maintenance has sometimelseft much to reinforcement details, donot assist the flow...

View article titled, THE WATERPROOFNESS OF STRUCTURAL DIAPHRAGM WALLS. REPORT ON ORDINARY MEETING HELD ON 20 SEPTEMBER 1994.

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Journal Articles

RATIONAL DETERMINATION OF THE ENGINEERING PROPERTIES OF SOFT ROCKS.

I W JOHNSTON

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1995) 113 (2): 86–92.

https://doi.org/10.1680/igeng.1995.27588

Published: 01 April 1995

...I W JOHNSTON © Thomas Telford and ICE 1995 VICTORIA TECHNOLOGY UNIVERSITY MELBOURNE ROCKS SOFT PROPERTIES ENGINEERING RATIONAL DETERMINATION MATERIALS BEHAVIOUR LABORATORIES IN SITU TESTING TESTS LOADS DRAINAGE PLATES SHEAR PRESSUREMETERS INSTRUMENTS INSTRUMENTATION...

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Journal Articles

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 2: MATERIAL PARAMETERS AND TEST METHODS. (SECOND OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

H L JESSBERGER, BRIGEOSOC

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (2): 105–113.

https://doi.org/10.1680/igeng.1994.26378

Published: 01 April 1994

...H L JESSBERGER; BRIGEOSOC © Thomas Telford and ICE 1994 RUHR UNIVERSITY BRITISH GEOTECHNICAL SOCIETY BRIGEOSOC FILL LANDFILL GEOTECHNICS DESIGN CONSTRUCTION MATERIALS PARAMETERS TESTS METHODS SUBSOIL MINERALS SEALING LAYERS GEOMEMBRANES GEOTEXTILES WASTE DRAINAGE...

View article titled, GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 2: MATERIAL PARAMETERS AND TEST METHODS. (SECOND OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

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Journal Articles

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 3: SELECTED CALCULATION METHODS FOR GEOTECHNICAL LANDFILL DESIGN. (THIRD OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993)

H L JESSBERGER, BRIGEOSOC

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (2): 115–122.

https://doi.org/10.1680/igeng.1994.26379

Published: 01 April 1994

... CONTAMINANTS MIGRATION CAPPING SYSTEMS PERMEABILITY DRAINAGE PIPES PILES STRAIN SHAFTS SUBSOIL Geotechnical aspectsof landfill design Proc. I n s h Ciw. Engrs and construction. Geotech. E w n K , 1994,101,Apr., 115-122 Part 3: selected calculation methodsfor GroundBoard geotechnical landfill...

View article titled, GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 3: SELECTED CALCULATION METHODS FOR GEOTECHNICAL LANDFILL DESIGN. (THIRD OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993)

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PRESSUREMETER TESTING IN WEAK ROCK AND CEMENTED SAND.

THE WATERPROOFNESS OF STRUCTURAL DIAPHRAGM WALLS. REPORT ON ORDINARY MEETING HELD ON 20 SEPTEMBER 1994.

RATIONAL DETERMINATION OF THE ENGINEERING PROPERTIES OF SOFT ROCKS.

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 2: MATERIAL PARAMETERS AND TEST METHODS. (SECOND OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993).

GEOTECHNICAL ASPECTS OF LANDFILL DESIGN AND CONSTRUCTION. PART 3: SELECTED CALCULATION METHODS FOR GEOTECHNICAL LANDFILL DESIGN. (THIRD OF A SERIES OF THREE PAPERS FROM THE AUTHOR'S BRITISH GEOTECHNICAL SOCIETY TOURING LECTURE IN 1993)

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